| 低弹模混凝土防渗墙设计实例分析 |
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| 引用本文： | 尉高洋. 低弹模混凝土防渗墙设计实例分析[J]. 水利水电技术, 2006, 37(5): 51-53 |
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| 作者姓名： | 尉高洋 |
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| 作者单位： | 浙江省水利水电勘测设计院,浙江,杭州,310002 |
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| 摘 要： | 介绍了如何选择低弹模混凝土防渗墙物理力学参数的设计实例。通过青山水库土石坝加固中不同弹性模量的混凝土防渗墙的应力计算分析,考虑墙体的耐久性等因素,确定最优的墙体强度及相对应的弹性模量。
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| 关 键 词： | 低弹模 防渗墙 土石坝加固 青山水库 浙江省 |
| 文章编号： | 1000-0860(2006)05-0051-03 |
| 收稿时间： | 2006-04-06 |
| 修稿时间： | 2006-04-06 |
Analysis on design of impervious core made of concrete with lower elastic modulus |
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| WEI Gao-yang. Analysis on design of impervious core made of concrete with lower elastic modulus[J]. Water Resources and Hydropower Engineering, 2006, 37(5): 51-53 |
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| Authors: | WEI Gao-yang |
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| Affiliation: | Zhejiang Design Institute of Water Conservancy and Hydroelectric Power, Hangzhou 310002, Zhejiang, China |
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| Abstract: | Based on the strengthening of earth-rock fill dam for Qingshan Reservoir,the design case of the selection of the physico-mechanical parameters for the impervious core made of concrete with lower elastic modulus is described herein;in which the stress calculations are made for the concrete core with different elastic moduli,and then the optimized strength of the core and the related elastic modulus are determined under the consideration of durability of the core,etc. |
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| Keywords: | lower elastic modulus impervious core strengthening of earth-rock fill dam Qingshan Reservoir Zhejiang Province |
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